HomeMy WebLinkAbout2068-S NOTESi
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ALL STRIPES AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC.
AND PAVEMENT MARKINGS NGS WITHIN STATE RIGHT OF WAY SHALL BE THERMOPLASTIC.
STRIPING��� .�► 29 2. ALL STR
3. ALL CONFLICTING STRIPING AND PAVEMENT MARKERS SHALL BE REMOVED.
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AMP YELLOW S�SiGNALIZED INTERSECTION
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TYPE IV (R) ARROW ' O
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NO SCALE NO SCALE
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ALL DIMENSIONS ARE IN �.
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METERS UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR PAVEMENT DELINEATION ONLY
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PLANS APPROVED BYE PLANS PREPARED BYE 1007o S
ELEVATIONS ARE BASED ON CALTRANS GPS PT 1001 , AN ALUMINUM CAP 7' City of RonCho Cucomongo TETRA TECH, 1 N C +��1
NORTHERLY OF NORTHERLY EDGE OF PAVEMENT BASELINE ROAD 22' 10500 Civic Cenier Drive KEKOA �� PAVEMENT DELINEATION PLAN
EASTERLY OF GREEN ' HISTORIC WINERY I MILE' SIGN, HAVING AN P. O. Box 807 INFRASTRUCTURE SERVICES GROUP ANDERSON DATE 8 03
ELEVATION OF 395. 755 METERS ( 1929 DATUM) . Rancho Cucamonga, Co. 91729 348 WEST MINHOSPITALITY LANE. STE 100 — BASELINE ROAD
� SAN BERNARDINO, CA. 92408 Na 53893
e trisA g BEARING Phone (909) 477--2740 ext. 4051 (909) 381-1674 x.12-31-03
Fax 909) 477- 846 ,p'rF yti t���p SCALEs PROJECT NO. SHEET 10
COORDINATES ARE METRIC BASED UPON CALTRANS GPS STATIONS ,�'' '!�r r� ---
100.1. AND 1002. COORDINATES NATES ARE BASED ON THE CALIFORNIA ,� t►►u
J ../' — I 1 500 3528.0009. pF 18
COORDINATE SYSTEM (CCS83) , ZONE 5 (EPOCH 1992. 88) . G I LLESP I f RCE 156 DATE NO.FD7A 7 E REVISIONS EKOA ANDERSON RCE 53893
USERNAME => $USER
DGN FILE => Ni \3528\0009\CADD\pdp 10 1 . dgn
NOTESi
� R2 (50)
I SIGN FORMATS NOT TO SCALE.
R26 (S) 2. EXACT LOCATION AND POSITION OF ROADSIDE LEGEND
SIGNS TO BE DETERMINED BY THE ENGINEER.
G8
" EPICENTER" OINSTALL NEW SIGN
/-<�E)
O
EXISTING SIGN TO REMAIN
W41101 I TYPE L E " HISTORIC ' WINERY N
— - - - - - - - - - - - -I
RELOCATE SIGN
—tt-
TYPE L E SPEEDWAY
R 10,1 -- —
wo
I-- - - - - - - - - - - -I
109 R61 -8. 1 REMOVE SIGN
R26 (S) E
RM
TYPE L E
R43' ROADS IDF, ID (WITH NUMBER )
R 1 106 RM
TYPE L,(E OVERHEAD SIGN ID (WITH NUMBER )
R 107RL
]77
TYPE L E
R
... .......
........... 1 - 15 OFF -RAMP
R2 (45 ) p R26 (S)
N
R61 -8. I
TYPE L
N\ R I
E Rl I`p R I IA
G92pG27 ( 15 )
G48, G43RI6BpRI0 (LT) (RT)
W 7 5 W 17 11,11 RM
O p
(DTYPE L W17A
G78
R44 W41
� 15) (DO
i .- SOUTH
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NTREE CITY USAN
W 1 1105 1fi
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IF
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G92, 132TO 5 )
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W4 (D
R66 E
G95
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rr
(DOMNI BUS
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35
R26 (S) 120 1 E R 18 M P H
OVERHEAD SIGN
-(DTRUCK ROUTE
R 17 113 1
00 W41 Gj
Wcy Sar
R2,6' R20B
n.
R41 114 1
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R26 (S) 119 1 E - --�78 \.
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ON BRIDGE
7
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ALL DIMENSIONS ARE IN
THIS PLAN ACCURATE FOR,,; SIGNING ONLY
METERS UNLESS OTHERWISE SHOWN 00
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In c.L
PLANS APPROVED BY,, PLANS PREPARED BYi W Ld
BENCH MARK 1007o S UBMITTAL V- :2
ELEVATIONS ARE BASED ON CALTRANS GPS PT 1001 , AN ALUMINUM CAP 7' City of RonChO Cucomongo <
TETRA TECH, INC
NORTHERLY OF NORTHERLY EDGE OF PAVEMENT BASELINE ROAD 22' moo C i v i o Center Drive KEKCA SIGN PLAN
INFRASTRUCTURE SERVICES GROUP ON
EASTERLY OF GREEN ' HISTORIC WINERY I MILE' SIGN, HAVING AN P. O. Box 807 348 WEST HOSPITALITY LANE, STE 100 ANDERSON DATE 8/ 12/ 03
ELEVATION OF 395. 755 METERS ( 1929 DATUM) . Rancho Cucamonga, Ca. 91729 SAN BERNARDINO, CA. 92408 No. 53893 BASELINE ROAD -
e tric BASIS OF BEARING Phone (909) 477-2740 ext. 4051 (909) 381-1674 .12-31-03 PROJECT NO. SHEET
Fax (909) 477-2 SCALES
COORDINATES ARE METRIC BASED UPON CALTRANS GPS STATIONS
1001 AND 1002. COORDINATES ARE BASED ON THE CALIFORNIA 7-,03 -K-E-KYA ANDERSON RICE 53893 1 500 3528.0009.
00 OF
COORDINATE SYSTEM (CCS83) , ZONE 5 (EPOCH 1992. 88) . O�TONGILLESPIE Rd 42156 DATE NO. 1 ®ATE I REVISIONS
USERNAME => $USER D tol CII
CADD\snp101 . d
DGN FILE => No \3528\0009\ gn
���4014
--- ----------
ROADSIDE SIGNS
POST SIZE RELOCATE INSTALL INSTALL
ROADSIDE
& ROADSIDE ROADSIDE SIGN SIGN REMOVE
PANEL LENGTH (m) SIGN SIGN LAMINATED STRAP & ROADSIDE
SIGN CODE SIZE 89mm 89mm 1 40mm 140mmWOOD BOX SIGN SADDLE REMARK
NO ONE TWO ONE TWO BRACKET
89rrlm 1 40mm 140mm 1 84m
(run) X X X X POST POST POST POST POST METHOD
4 " x4 " 4" x6" 6" x6" 6x8 " (EA) (EA) (EA) (EA ) (EA) (EA) (EA)
101 W41 914 X 914 I I
102 G92 914 X 610 I I
G27 ( 15) 610 X 610
G48 533 X 230
G43_ 407 X 280 —
103 R44 762 X 914 1 I
104 W75 914 X 914 1 I
105 Wil 914 X 914 i
106 RI _ 762 X 762 I
107 RI 1219 X 1219 I I
RI IA 914 X 610
108 RIO 914 X 305 I I
" SPEEDWAY " 914 X 305
109 R61 --8. 1 1372 X 1 143
110 R43 457 X 483
111 RI 762 X 762 1 _
1 12 R61 --8. 1 1372 X 1 143 I I
113 R17 610 X 610 I
114 , R41 457 X 610 1 I
115 W41 914 X 914 1 I
116 ' W17 914 X 914 1
W17A 610 X 457 1
117 W41 914 X 914 1
1 18 R26 (S) 300 X 457 I
1 19 R26 (S) 300 X 457 I
120 R26 (S) 300 X 457 I
TOTAL
46
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2
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ALL DIMENSIONS ARE IN
Lu Ld
METERS UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR SIGNING ONLY
00
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B ENC:H MARK PLANS APPROVED BYi PLANS PREPARED BYg o ww
ELEVATIONS ARE BASED ON CALTRANS GPS PT 1001 , AN ALUMINUM CAP 7' City 0f IROnCho Cucomon Q 4t
100/ SUBMITTAL ~ :E
TETRA -r c H N c SIGN QUANTITIES
NORTHERLY OF NORTHERLY EDGE OF PAVEMENT BASELINE ROAD 22 10500 Cfvfo Center Drfve � ' KEKOA `��
EASTERLY OF GREEN HISTORIC WINERY I MILEI SIGN, HAVING AN P. O. Box 807 — INFRASTRUCTURE SERVICES GROUP
i
AN�O_E_R_S_O
N
�
DATE s/ 12/
3
ELEVATION OF 395. 755 METERS t1929 DATUM) . Roncho Cucamongai, Co. 91729BASELINE3 8 WEST HOSPITALITY LANE STE i00 ROAD
SAN BERNARDINO. CA. 92408 Na 53893
etr c BASIS O F BEARING Phone (909) 477-2740 ext. 4051 (909) 381-1674 .12-31-0
Fox (909) 477-28 V1 +tea SCALEo PROJECT NO. SHEET 12
COORDINATES ARE METRIC BASED UPON CALTRANS GPS STATIONS
1001 AND 1002. COORDINATES ARE BASED ON THE CALIFORNIA / ��/7-43 --
(CC583) ZONE 5 (EPOCH 1992. 88) . IONS - NO SCALE 3528.0009. OF 18
COORDINATE SYSTEM /JON GILLESPIE R 42156 DATE NO. DATE REV I S KKOA ANDERSON RCE 53893
USERNAME $USERac)4015 -5
o
DGN F I LE => Ni \3528\0009\CADD\snp 102. dgn �
------------- -------
NOTES ( TH I S _ SHEET ONLY )
F11 INSTALL STATE FURNISHED TYPE 170E DUAL ACIA CONTROLLER ASSEMBLY WITH CS2 CABLE, 5 LED INDICATION
GDI INTERNAL MODEM, AND ODA CABLE FOR FUTURE FIBER OPTIC CONNECTION, IN TYPE 332 CABINET.
BACKUP SYSTEM (BBS) PER SPECIFICATIONS.
FURNISH AND INSTALL EXTERNAL BATTERY BA (0tv�
F21 INSTALL 120/240V TYPE 111 -CF SERVICE CABINET WITH CIRCUIT BREAKERS AS FOLLOWS, +1
- IOOA/24OV/2P MAIN CB - BOTH METERS ITT
- 30A/ I20V/2P C13 ( LIGHTING) - LS-3 (METER 2) 00 416 5 1 run
- 50A/ I20V/ lP CB ( SIGNALS) - TC- I (METER 1 ) 00 0
- 15A/ 12OV/ IP C13 ( IISNS) - TC- I (METER 1 ) 44, 0 In
4A.
INSTALL EMERGENCY VEHICLE PREEMPTION DETECTOR PHASES AS SHOWN, SEE DETAIL ON SHEET 14.
F41 INSTALL R34- 2 SIGN ON MAST ARM.
0)
F51 INSTALL R96 AND R96B SIGNS ON STREET SIDE OF SIGNAL POLE WITH 2. 1m CLEARANCE. 5 3 C
I -DLC
-j
F6] EXISTING ELECTROLIER TO BE REMOVED BY OTHERS AFTER SAFETY LIGHTING IS IN OPERATION. 53CP
2-DLC
F71 INSTALL EMERGENCY VEHICLE PREEMPTION SYSTEM PHASE SELECTOR v- 53CP I I S N S LEGEND DETAIL
MODULES IN CONTROLLER CABINET. SERVICE POINT ?PR TELEPHONE NO SCALE
PP#2067978E
F81 INSTALL R73-5 SIGN ON MAST ARM. cV
co
M. 0)
78Cp MT (FUTURE
F9] INSTALL TELEPHONE DEMARCATION CABINET (TDC) TYPE B PER STD PLAN ES- 3E. FIBEROPTIC CABLE)
3 _j
78Cp MT 53Cp 6-PR #20 IC 53Cp 53C,
53Cj,
F101 INSTALL 1 -3N CONDUIT FROM PEDESTAL TO SOURCE. CONTRACTOR SHALL INSTALL 53CP 53Cp 3#6 53CP
4-DL 6-PR #20 IC 6-PR #20 IC 6-PR #20 IC 6-PR #20 IC TO
IINxI7 " PLASTIC HAND HOLE INTERCEPTING 3N CONDUIT FROM POLE TO EXISTING 53C, 2# 10p 2# 12
PEDESTAL. CONRACTOR SHALL NOTE INTERCEPTING EXISTING ENERGIZED CONDUIT 04 53C, 53Cp BASELINE RD / EAST
?--DLC L C
MUST BE DONE BY SCE AUTHORIZED CONTRACTOR. •O 3-DLC AVE CONTROLLER
0 go- ROAD
11 . CONTRACTOR SHALL FURNISH AND DELIVER TWO (2 ) 2400 BAUD HAYES EXTERNAL 6 (T)
a 53Cp 53C
MODEMS AND MODEM-TO-MODEL 170 CONTROLLER INTERFACE HARNESS (WIRING ft .4w. 5 8-DLC 5-DEC
• C3-
DIAGRAM ATTACHED) TO MR. CHARLES MOORS, ELECTRICAL OPERATIONS, 464 06
E
W. 4TH STREET, 7TH FLR. , SAN BERNARDINOp CA 92401p TWO WEEKS P. ,RIlOR 01 6
TO SIGNAL TURN-ON. 4 06 1
91 C
_j
ryl
LO
_j
—06 (D , 0 53m TO k.0 105m TO
9. I LINE
13 A S TYP 1,14 LIMIT LINE 10 LIMIT Q0
_j
4. 6
rn
Typ
0
L
VA 2,14 01
.. ........
53m TO 3. 0
....... ...... LIMIT LINE 02 r4
Ile) TYP Q0
4 IV;
a.
•
(D
00
•
3
W ...........
04 0
do 5
(T ) 0 1 04 2
a Sao 6 (T)
(T)
2p
fi
E 0 P
53CP 53CP
2-DLC 3-DLC
53CP P.. PHASE D I AGRAM
5-DLC
f 06P
FINISH GRADE 53C
2# 1 06 .4 06P
01 06 -ot-
30N MIN 0 1 02
OR
04
Ln <
0
02P 000
TRENCH DETAIL � ,.
NO SCALE 0 0
ALL DIMENSIONS ARE IN METERS THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY ww
UNLESS OTHERWISE SHOWN 00
_j _j
a_ 0-
PLANS APPROVED BYo PLANS PREPARED BYs Lli Ld
BENCIHI MARK 100% SUBMITTAL
ELEVATIONS ARE BASED ON CALTRANS GPS PT 1001 , AN ALUMINUM CAP 71 City of Rancho Cucomongo TETRA TECHIINC TRAFFIC SIGNAL PLAN
NORTHERLY OF NORTHERLY EDGE OF PAVEMENT BASELINE ROAD 22' 10500 Civic center Drive KEKCA
11
INFRASTRUCTURE SERVICES GROUP s
EASTERLY OF GREEN IHISTORIC WINERY I MILE' SIGN, HAVING AN P. O. Box 807 ANDERSON ATE 8/ 12/ 03
ELEVATION OF 395. 755 METERS ( 1929 DATUM) . Rancho Cucamonga, Co. 91729 348 WEST HOSPITALITY LANE, STE 100 ir 53893 Iii BASELINE ROAD
SAN BERNARDINO, CA. 92408 No.
etric BASIS OF BEARING Phone (909) 477-2740 ext. 4051 (909) 381-1674 12-3 -03 SCALES PROJECT NO. SHEET 13
Fax (909) 477-284
COORDINATES ARE METRIC BASED UPON CALTRANS GPS STATIONS
/11, - _0 OF
1001 AND 1002. COORDINATES ARE BASED ON THE CALIFORNIA 112OO 3528.OM.00 t
COORDINATE SYSTEM (CCS83) . ZONE 5 (EPOCH 1992. 88) . GILLESPIE RC 42156 DATE NO. DATE REVISIONS ANDERSON RCE 53893
USERNAME => $USER 104 C;�6/0 4a -
DGN FILE > No \3528\0009\CADD\tsp 10 1 dgn
5 C"
L
hi
VDi
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1%� y
CABLE CONDUCTOR AND CONDUIT SCHEDULE FOR
AkSELINE RD / SB 1 -- 1 5 ON - OFF DAMP
CONDUIT SIZE SINGLE INPUT/SINGLE OUTPUT
AWG OR CABLE POLE OR CIRCUIT
AND RUN EVP OPTICAL DETECTOR
POLE - A
AIAL� At&
_ DETECTOR SHALL EXTEND ,-�c
B I I I ABOVE BACK PLATE
3 C T I
CONDUCTOR D I I
E I 1 ---
TOTALS 1 2 1 1 4 0 0
SIGNAL POLE - A FLAT WASHER SEAL
I I '
CABLES B WITH A GASKET
12 I _ I I TOP OF TRAFF I C
C I SIGNAL HOUSING
CONDUCTOR D I 1
E I I _
--- 5HAKE PROOF
TOTALS 1 2 1_ 2 _ 5 LOCK WASHER
#12 I.I.S.N.S. 2 2 2
AWG TOTALS 2 2 2 _ LOCK NUT
#IO INTERSECTION __
LIGHTING
2 2 2 i
AWG -- /2 NPS NIPPLE
TOTALS 2 2 2 _
#8 BARE COPPER I I 1 1 2
GROUND CONDUCTOR
EMERGENCY VEHICLE PREEMPTION DETECTOR MOUNTING
AWG TOTALS I i I I 2
NO SCALE
#6 CONTROLLER 2
CABINET
y AWG TOTALS 2
01 DETECTORS 4
02 DETECTORS 5 5 5
DLC 04 DETECTORS _ _^ 5
06 DETECTORS 4
TOTALS 5 5 18 EVP PHAS I NG _
6-PR #20 SIC DIAGRAM 0 INPUT FILE EMERGENCY VEHICLE DIRECTION
EVP CABLE 1 1 _ 21 —
CONDU I T S I ZE (mm) 1 781 78 1 78 1 78 2-78 �-�-- 01 & 06 J13U W/B (EVC)
* -SIGNAL CABLE ( 12 CONDUCTOR AND 3 CONDUCTOR ) SHALL BE RUN IUP TO 02 J12L E/B (EVA)
THE HANDHOLE AT EACH SIGNAL STANDARD. STRIP THE CABLE AT THIS —
` P PO INT AND RUN ONLY THE NECESSARY CONDUCTORS UP TO THE 1 04 J12U S/B (EVB)
TERMINAL COMPARTMENT AT THE SIGNAL HEAD. THE OTHER UNUSED
i
CONDUCTORS SHALL HAVE THE ENDS INSULATED AT THE HANDHOLE.
POLE AND EQUIPMENT SCHEDULE FOR
BASE LINE RD / SB 1 -- 15 ON - OFF RAMP
STANDARD VEH S I G MTG PED S I GNAL PPB (TYPE B HPS 1 . 1 . S. N. S.
N0. Type S t9
M. A. Lum M. A. Mast Pole e
LUMINAIRE LEGENDArm MTG � ARROW
�A 29-5- 129 15. 2 4. 6 2-MAS SV- I -T SP- I -T - - 20OW -- 1 - 15 SOUTH
B _ IA - - - TV- I -T - 6 - -
C _ 15 - 3. 7 - SV- I -T SP- I -T 6 20OW -
Q 24- 3- 129 10. 7 3. 7 MAS SV-2-T SP- 1 -T 2 20OW 1 - 15 SOUTH -�-
E _ 24-3- 129 10. 7 3. 7 MAS SV-2-T SP- 1 -T 2 20OW BaseLine
F 15 - 3. 7 - - - - - - -
ALL EQUIPMENT IS NEW.
� Q
p
p M
N V
O C5
N Ln
00
ALL DIMENSIONS ARE IN METERS THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY
oa
UNLESS OTHERWISE SHOWNbj 1.1j
u
00
B E NC" MARK PLANS APPROVED BYe PLANS PREPARED 8Ys n- n
ELEVATIONS ARE BASED ON CALTRANS GPS PT 1001 , AN ALUMINUM CAP 7' City Of ROnchm CucomongQ � 100% S U B�I I � T A L bi w
NORTHERLY EDGE OF PAVEMENT BASELINE NORTHERLY OF NO L ME 8 SEL E ROAD 22 Q –
"1"��'RA `�' � H IN
10�0o crura cent C C
Center Drive �
e D r e
R F N ' H I TORI C WINERY NERY I ' � � TRAFFIC SIGNAL DETAILS
EASTERLY 0 GREE S MILE SIGN, HAVING AN P. O. Bax 807 INFRASTRUCTURE SERVICES GROUP KEKOA
ELEVATION OF 395. 755 METERS ( 1929 DATUM) . ..
Rancho Cucamonga, Co. 91729 348 WEST HOSPITALITY LANE, STE 100 ANDERSON DATE
Q 03
etric BA51S C�1= BEARING Phone (909) 477-2740 ext. 4051 _ BASELINE ROAD
SAN BERNARDINO, CA. 92408 No, 53893
Fax (909) 77-2 * '•
(9091 3 I-187 12
COORDINATES ARE METRIC BASED UPON CALTRANS GPS STATIONS SCALES PROJECT N0. SHEET 14
1001 AND 1002. COORDINATES ARE BASED ON THE CALIFORNIA �'�/`'�63 ___ F CAV��
COORDINATE SYSTEM (CCS83) , ZONE 5 (EPOCH 1992. 88) . -- — NO SCALE 3528.ODO9. OF 18
JON GILLESPIE E 42156 DATE NO. DATE REVISIONS KEKOA ANDERSON RCE 53893
USERNAME => $USER
DGN FILE => N' \3528\0009\CADD\tsp102. dgn
i
(3-N-08
POLE AND EQUIPMENT SCHEDULE
STANDARD MAST ARMSSIGNAL MOUNTING 1 PHA S E DIAGRAM
LUM INA IRE 1 . 1 . S. N. S. TING PED PUSH BTN LOCATION 41 C, �c
NO. TYPE HEIGHT SIG. LUM. HPSV LEGEND VEHICLE PED PHASE ARROW E B C i -DLC a 08 + 1 OL
�A 15 30 ' - 15 ' 200 W - - - SV-2-UMI SP- I -CS 8 �- AS SHOWN •
�----- UNUSED
B 26-4-80 30' 45 ' 15 ' 200 W East AVE MAS MAS SV- I -UMI SP- I -CS 8 =-� AS SHOWN
13200
C 15 - 15 ' 200 W - - - SV-2-TA SP- I -CS 2 �- AS SHOWN I
oA I ~ 'o 1 2 3 4
D 19-3-80 30 ' 30' 15 ' 200 W Base L the 7200 MAS - SV- I -UMI - 2 -� AS SHOWN ' , o Iz
E 15 30 ' - 15 ' 200 W - - - SV-2-UM SP- I - - - AS SHOWN , U
CS
I - ► UNUSED
F 33 20 ' S ' 15 ' - - East Ave MAS - SV- I -UM (N) - - - AS SHOWN
G IA - - - - - - - - - _
I 0 TV 1 SP I -CS AS SHOWN 41 C,
-DLC I 5 6 7 8
H IA 10' - - - - - - TV-2-T - 6 �- AS SHOWN 3
(D A 10 - - - - - - TV- 1 - 6 --�- AS SHOWN '
4 4 4.'3 3. 2 6. 5 ;
ROAD I I;
J 33 20 10/ - - Base L the 7300 - - SV- I -T SP- I -CS 6 �-- AS SHOWN k
bi
I
ALL EQUIPMENT SHALL BE EXISTING EXCEPT WHERE NOTED (N) =NEW.
+ n
I .
f
L - -708 ) _ [
i
( -N-08) Ex. 53C, 2 10,2# 10 ' '2# 12
01 &08 ' Ex. 53C, 2#8
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_ — _
Ex. 41C.
A r .
1-71
2-DLC 2-DLC
INSTALL 53C, INSTALL 53C, t ,,r - _ %'' �,L L!_J
6-PR #20 IC TO BASELINE ROAD 6-PR #20 I C Ex. 41 C,
1 - 15 SB RAMP �B QS�/P 04 �4 6-PR #22 I C FROM Ex. 4#C,
CONTROLLER - {❑4 �4 I 6-PR 22 IC FROM
'\ --. t.._....... �✓'� Imo..,,. y /f....r._�• _-..� r � r _.
--
- I5 NB RAMP 1 - 15 NB RAMP
�2P 0�'�� CONTROLLER.
rr r rr - r rr r rr - nw r rr -I.rr r rr � r.r r rrr � rrr � rnr r r.r r r.rr r �• r r� � ro.. r rrr r rrr � rir � rrr r rw r w..r � rrrr r rar riww ,.< r.rryR �----.
... - - - CONTROLLER
r � � W � rr� r r.i r rr � rr. r .r.r � rr. � rr� r �+r r rw � rur r r-r r rnr r rUr � rrr r rrr � wrr � r.r� r wru. r rr� r r.r r rrr � rrr � rrr r r.r r rrr r _... ..,. ',,� ---�
r.r r rrr � .wr r r.r r rr � rwr r urr r rr r rrr � ro r rr r rrr � -� � � --�. —
_.. -... .. _. ... _.. _ _..... . _ :.. .. --. ._... .. _._ .._- ..._ ;� ..ux,; — — — — — — — — — — — —
.,," .. «,. ..,. ,.,::��, ,,...L: .,,.,o .. +.:,mom.. "« ,.�I::'..;,., ,;,;�:�, ,,....<.. ,a,... ... .. -.. _
TALL 53C01.
1 I021 - _ — - — -
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BENCH MARK PLANS APPROVED BYi PLANS PREPARED BYE ELEVATIONS ARE BASED ON CALTRANS GPS PT 1001 , AN ALUMINUM CAP 7 City of Ronchd Cucowngo � yA100% SUBMITTAL
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